The URL can be used to link to this page

Home My WebLink AboutSPRING BROOK VISTA #1 LT A-2A Onsite File Spring Brook Vista # 1 Lot A - 2A #050 - 081 - 87 C - Municipality of Anchorage On-Site Water and Wastewater Program •(907)343-7904 Page / of 5 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: PID Number: 01500 Se 1(3 Dwelling: Single Family(SF) ❑ Duplex(0) 0 Multiple(SF and/or D) Project: ❑ New ❑ Upgrade Name: fie- 44' L_/ f4 rabiNSO� / ABSORPTION FIELD Aduress W Deep Trench ❑ Shallow Trench ❑ Bed ❑Mound it70 SOX 7706// ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade ^ 24/0- 4 y C31 3 / a GPD/SF ^ /oC Ft. LEGAL DESCRIPTION Depth to pipe invert m riginaal grade Gravel depth beneath pipe Subdivision Block Lot Tom: 6 •.0 Ft. y Ft. ,Q,p Q A� r 5 P �NG fJf BOOL( v'(STA 41I-rg Ci�a Fill added above original grade Gravel length C Township Range Section 0 /f Ft. 6-0 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2,S. Ft. ^ -- Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field i Tank Line 51/4/Ft2 / — Ft. I Well O / - TANK Septic 0 S.T.E.P. 0 Holding 0 Other — /f/V_ -1(/�l�� _ . .- &"t Manufactur r Capacity -- Surface Water go/ //,, JlCKof"4Q� 74�A / 0. soGal l �DV I Material Number of compartments - Lot Line I /G '-f- -. NA NA S TESL 2 /0 f Foundation / /4a /4- + — i .- LIFT STATION �/f __ ! II Manufacturer Capacity Curtain Drain 50 't4- 56-'''F - - C"l / Pump on level at Pump off level at High water alarm at d Remarks S ST,titn 6ocuw6pur,4T 1 ADA l 9/- /°mei-L �A/fo f 4 V[Q- in. in. in. —4'Y Spo 77% oP.� CoNST- Pump make and model Electrical Inspections performer:by titA( //77�� c 3 D 3a3`f tit-- Installer ,�// PIPE MATERIAL House to tank V G-dray field rrP✓C S°(1 T f•' e- c o Agr Drainfield A303 Y CO/MT.D3o3 r{ Inspector ^fa�J e ex)lc BENCH MARK (Assumed elevation) i/QG ft Inspection r L Location and description dates: 2"_ 5,4e f A ec K 3,J ;"' COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: _ _ _ _ Date . tri,'`? 7 �7 Approved Date Inspection Report,9-1-12.doc Municipality of Anchorage On-Site Water and Wastewater Program •(907)343-7904 Page / of 5 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: PID Number: (3560V a Dwelling:Single Family(SF) 0 Duplex(D) ❑ Multiple (SF and/or D) Project: ❑ New 0 Upgrade Name.: ,��f e 2--//1144 Tc NS ON ABSORPTION FIELD Add'ess igiDeep Trench ❑ Shallow Trench ❑Bed ElMound P G. a -7 /Qg 7 l O'/ ❑ Other Phone Number of/Bedrooms/ ' Soil Rating 2 Total depth from original grade 2 O — 963/ />�t)/i7L,/ .1st�Rr,.) /.. GPD/SF S Ft. LEGAL DESCRIPTION Depth to pipe Invert from original grade Gravel depth beneath pipe Subdivision , I^ Block .77�Lot A SP /A/ f.31 1 _ 0 7 9 /�14Cr1' Z' �a Ft. Ft. Fill added above original grade Gravel len th Township Range Section Q.45--t- Ft. Aar Ft_ Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2. 5 Ft. ..--- Ft. To' Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line /c<ii Ft2 / r Ft. Well r I i r TANK Septic 0 S.T.E.P. ❑Holding ❑Other J00 r 16a f ___ _____ :�S r Manufact��ud))ennr �+� Capaaty/ Surface Water ,t r — A-Al , ` RA i�.r A*00_, 4 a G Q Gal. ��/ _. Material Number of compartments Lot Line 0 ,*- /Q ,rt s�G�-�L.- Foundation 10 ...•••• NA LIFT STATION AA//f 'f �� -f- Manufacturer Capacity Curtain Drain I /rd.. /U (.f.- _I _I Gal. Remarks b c� I Pump on level at Pump off level at High water alarm at Q . /14 - SQA) Q'tc.. `/,. A1�l77a/�1 i ',c-e, in. in. in. ,P ovjel $ S�TifFo.z�L G0,),S. Pump make and model Electrical Inspections performed by G r ficil PIPE MATERIAL House to tank/ Vdrain k to 3 Installer _ r n� 'C O J r'�-T1 r()(Z/X_ L 3 /J7 DrainfielM,?. CO/MTW 027C Inspector /13 .:7-7-: //s/ ` ' BENCH MARK (Assumed elevation) /60 ft Inspection 1„ Location and description dates: 2" rJ.,J% 65c. 3'd` ,1:, COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp • Conditional Approval: Date - • .. r.. ':',1 (f/LSyS Approved Date Inspection Report_9-1-12.doc _ _ i0LUtaly Lornent 7 / / / GSA L-C p 0 teA . / 50 r moo/ 1 s (0TiG r �- � f /o. s Ys /ewe 1 =wee Tem , it,.,,,, .... .4,4p, ,J W/ Tr , i/ Altillf411441147/w //A J// / /// /// Vesting // . ssco• > a C 0 r ? �� THl ..4„_,._. : 0 / / ' `� f \ / ' Bed`ri / Ho . Water well Dee Circle " Over 100' / / / •/ .4.41.1V114441;iP.1'.°F SPRING BROOK VISTA 1' = loo NORTHRIM =Z ENGINEERING .?`-i...;.1:-.401-' •••r.. UNIT # 1 RECORD PO Box 770724 DRAWING Eagle River, Alaska 99577 L❑T A— B 417 907. 694. 7028If4;;( �ODate: EEr: -6- LOT A-2A 8/25/15 is2 of 5 ' \-R100 3 Bedroom l ;3 Well 1250 Gallon Anchorage Tank CO Ins•e `• /DC. • • CO 10 CO / Mother- In-Law ApA.Her / fc• ige 4 1000Gallon Dec Sep s I Septic Tank M , C \ J w/ DCO's ((�� / M1THc''r�CO2 CO J T 1 4,�P I Trench q� / +�P��. °'� SPRING BROOK VISTA 1' = 40' NORTHRIM -' , ENGINEERING * " • 'm=.. UNIT # 1 RECORD PO Box 770724 t Eagle River, Alaska 99577V.742jt _ D R A W I N G LOT A 2A 907. 694. 7028 LOT A-2B Date:8/25/15 Is3 :of 5 Foundation Cleanout levation = 97.5'+ levation = 935' Tank Cleanouts Fin ade \DoubleCanout5, Cleanout 4, levation = 94' Cover levation = 93' End-Point of' Trench 1000 Gallon 'Anchorage Tank' Solid Pipe Monitor Tube Cleanout levation = 93.2' Final Elevation = 96,5'+ '•ice `Ce. ::. .;:i.,`v, z. rpla •i. ')iry S44,QQ X:i 8.5' r;. Filter Fabric Elevation = 92' Drain Rock Elevation = 88' :•:•. �..+.Mv4 2.5' =•-�� °r4` SPRI \ ❑ 3R ❑ ❑ -< VISTA NORTHRIM C , TRENCH END VIEW ENGINEERING ;* * SEPTIC TANK PROFILE U \ I T # 1 ) L_ ❑ T A - 2 A Po Box 770724 ��• " SEPTIC SYSTEM " v ❑ THER - I \ - LAW �� Eagle River. Alaska 99577 ,�� 907.694.7028 DOCUMENTATION we:8/25/15 raw" BY: SE 'Scale: 1' = 5 ' I 4 of 5 levation = 98' Foundation Cleanout/ levation = 92' jcoutsf7 Doublede Cleanouts 5'levation = 92' Cover Elevation = 91' n a r-•--.-To End-Point of Trench 1250 Gallon 'Anchorage Tank' Monitor Tube Solid Pipe / -�`/ Cleanout levation = 91' Final Elevation = 95'+ _ ar ,.•., ;� V 9't 1r_ ,t?( '0'.':"..? }�tiM1' } Filter Fabric ter '"4' Elevation = 91' = "� Drain Rock —'- -: : : :::::::' 4 0 Elevation = 87' = ::::: ---1-2 ---"-- ................... P�`�• TRENCH END VIEW SPRING BR ❑ ❑ < VISTA NORTHRIM ;� .. • UNIT # 1 ❑ T A - 2A ENGINEERING •'* 4�9�m " ; SEPTIC TANK PROFILE PO Box 770724 ';�K-. ��,.�� : e, 3 E D Eagle River. Alaska 99577 Vv•re 0.if,� _ SEPTIC SYSTEM 3 ❑ ❑ M H ❑ U S E 907.694.7028 I D❑CUMENTATI❑N Dat. /26/16 ID. BY: SE $CO": 1' = 5 SHEEN of 5 I I SE T1CR -RIMS❑ILS L❑G - PERC❑LATI❑N TEST I � Date Performed: �_IMNEERING 10/8/13 Performed For: Eric Johnson Legal Description: Spring Brook Vista #1 Tract A-2 DEPTH (FEET) j��j Organic T,H. Location; See Attached Drawing 1 •c 4 - :�C :• SP Sand 5 - '. w/ Cobbles 6 - �� • -•< & Gravel Groundwater? No 7 - .7.-:........ '•-•••;' Depth -- 8 - .'....:d.: ::;. :::,::. •:d Water Depth 9 - 0`::'''. After Monitoring.None Date; 10/16/13 10 - 'i' :-: t; # Date Gross Time Net Time Depth Net Drop 11 - ,.. 1 10/8 0 -- 7' -- 12 10 10 min. 10,5" 3.5' 12 - 'y�,:::�': . 2 10/8 12 7' 13 - C.4:...::•.;:.:1•:: 3 10/8 -- -- 14 - • -. 4 10/8 22 10 min, 10,5" 3.5' 15 - -::.:;.j;.::::'.''',. 5 10/8 25 -- 7r -- 16 - ::0.::"4'• ` y 6 10/8 35 10 min. 10.5" 3,5" 17 - ' '.-•:: 7 10/8 37 -- 7' -- 8 10/8 47 10 min. 10.5' 3,5' 19 - 9 10/8 50 -- 7' -- 20 - 10 10/8 60 10 min, 10,5' 3,5' 21 - Percolation Rate 3 min./inch Perc Hole Diameter 6" Test Run Between 5' and 6' 2omments: Presoaked, Measured to nearer 1/1C th inch. 'erformed By NorthRim Eng. I CERTIFY THAT THIS TEST WAS D e r f o r m e d in Accordance with All State/Municipal Guidelines in Effect JN THIS DATE. DATE: 10/16/13 NORTH '�R1M ''tTESTH❑LE LOG ENGINEERING •*`• ." • *• T. H. 1 PO Box 7707241 ...strw� Eagle Rivers Alaska 99577 907.694.7028 ?7 GE❑TECHNICAL Date: SHEET: 10/16/13 5 of 5 M/� S❑ILS LOG - PERC❑LATI❑N TEST MNERTkR I Date Performed; F�1�Z�INEERING 10/8/13 Performed For: Eric Johnson Legal Description: Spring Brook Vista 441 Tract A-2 DEPTH (FEET) VOrganic T.H. Location: See Attached Drawing tt 4 - .:::(1.:':'4:•;: SP Sand '::-. 5 - w/ Cobbles 6 - -`< & Gravel Groundwater? No 7 - .. Depth -- ',.-6...:.;.::_. Water Depth 9 - ` a . After Monitoring,None Date: 10/16/13 10 - i; ` =::r; # Date Gross Time Net Time Depth Net Drop 11 - -:-:Q;::,:,: 1 10/8 0 -- 7' -- 12 - :; 2 10/8 10 10 min. 12' 5' 13 - :,.�• �;�.; 12 3 10/8 -- 7• -- 14 - :.;CQ' 4 10/8 22 10 min. 12' 5' 15 - .,. .'..1:.:::::: 5 10/8 25 -- 7' -- 16 - 6 10/8 35 10 min, 12' 5' 17 - 7 10/8 37 -- 7' -- 18 - 8 10/8 47 10 min. 12' 5' 19 - 9 10/8 50 -- 7' -- 20 - 10 10/8 60 10 min. 12' 5' 21 - Percolation Rate 2 min./inch Perc Hole Diameter 6' Test Run Between 3' and 4' :omments: Presoaked. Measured to nearest 1/16th inch. Performed By NorthRim Eng. I ,mf_ CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect 3N THIS DATE. DATE: 10/16/13 ati.74.71k4 NORTHRIM 7,• TESTH❑LE LOG ENGINEERING *.--1, t•-;• T. H. 2 PO Box 770724 `"r s.. Q'Eog/e . � 99577 a! �9076947028 ‘� // GEOTECHNICAL TECHNICAL Date: 10/16/13 5 of' 5